HomeMy WebLinkAbout[04f] Payment Application #1 - CBD Alley
4f
Council Agenda Item
MEETING DATE:September18, 2017
AGENDA ITEM:
2017 Alley Improvements
SUBMITTED BY: Randy Sabart
BOARD/COMMISSION/COMMITTEE RECOMMENDATION:
PREVIOUS COUNCIL ACTION: Award project
BACKGROUND INFORMATION:
Included with the attached application for payment is Change Order No. 1 which changes sanitary sewer
rehabilitation by CIPP methods to replacement by open trench methods.
Extend Substantial and Final Completion dates.
Delete Contract Alternate C.
Add the following Work provisions: Delete the provisions for sanitary sewer repair on Blocks 9
and 12 by Cured In-Place Pipe (CIPP) methods and construct new sanitary sewer and building
sewer service connections with PVC pipe by open trench methods.
BUDGET/FISCAL IMPACT: $173,762.98 (including Change Order No. 1)
ATTACHMENTS:Change Order No. 1 and Application for Payment No. 1
REQUESTED COUNCIL ACTION: Approve Change Order No. 1 and Application for Payment No. 1
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1
UNIT
ITEMDESCRIPTIONUNIT COST QUANTITY AMOUNT
TOTAL ADD BLOCK 12$25,522.00
ALTERNATE C
BLOCK 9
81A REHAB SANITARY SEWER (CIPP) - MH TO LIN FT $370.00 (10.00)($3,700.00)
MH
82A CLEAN, ROOT CUT, & TELEVISE SANITARY LIN FT $2.00 (405.00)($810.00)
SEWER
83A LATERAL SERVICE REINSTATEMENT EACH $640.00 (1.00)($640.00)
84A CUT & CLEAN PROTRUDING LATERAL EACH $550.00 (2.00)($1,100.00)
SERVICE
85A BYPASS PUMPING LUMP$600.00 (1.00)($600.00)
SUM
BLOCK 12
86A REHAB SANITARY SEWER (CIPP) - MH TO LIN FT $49.00(480.00)($23,520.00)
MH
87A CLEAN, ROOT CUT, & TELEVISE SANITARY LIN FT $2.00(480.00)($960.00)
SEWER
88A LATERAL SERVICE REINSTATEMENT EACH $150.00 (7.00)($1,050.00)
89A CUT & CLEAN PROTRUDING LATERAL EACH$550.00 (2.00)($1,100.00)
SERVICE
90A BYPASS PUMPING LUMP$600.00 (1.00)($600.00)
SUM
TOTAL ALTERNATE C($34,080.00)
TOTAL CHANGE ORDER NO. 1$16,242.00
Reason for Change Order:
1. Change sanitary sewer rehabilitation by CIPP methods to replacement by open trench methods.
Attachments:
Revised/new specifications: Sections 01 45 00 and 33 31 00.
Revised Drawings – Sheet Nos. 1, 13A, 16, and 18 (dated 08/08/17).
SECTION 01 45 00
QUALITY CONTROL FOR STREET AND UTILITY CONSTRUCTION (REVISED BY CO #1)
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for quality control.
2. Inspection and testing services to assist in determination of work with specifications and
regulations.
3. Requirements for Contractor cooperation.
4. Responsibility for payment.
5. Schedule of required tests.
B. Contractor Responsibility: These required services do not relieve Contractor of responsibility for
compliance with any requirements.
C. Related Sections:
1. Section 01 31 19 - Project Meetings
1.02 REFERENCES
A. ASTM:
1. D3740 - Minimum Requirements for Agencies Engaged in Testing or Inspection of Soil and Rock
2. E329 - Requirements for Agencies Engaged in Testing or Inspection of Materials Used in
Construction
1.03 DEFINITIONS
A. Quality Control: Inspections, tests, related actions including reports, performed by independent
agencies and governing authorities, as well as directed by Contractor.
1.04 SUBMITTALS
A. Submit copy of report of laboratory facilities inspection made by Materials Reference Laboratory of
National Bureau of Standards (NBS) during most recent tour of inspection, with memorandum of
remedies of any deficiencies reported by the inspection.
B. Prior to start of Work, submit testing laboratory name, address, and telephone number, and names of
full time registered Specialist and responsible officer.
C. After each inspection and test, submit two written copies of report to Engineer and to Contractor no
later than 3 working days after completion of inspection or test. Include:
1. Date issued
2. Project title and number
3. Name of inspector
4. Date and time of sampling or inspection
5. Identification of product and Specifications Section
6. Location in the Project
7. Type of inspection or test
8. Date of test
9. Results of tests
10. Conformance with Contract Documents
D. When requested by Engineer, provide interpretation of test results.
Quality Control for Street and Utility ConstructioN (Revised by CO #1)
STJOE 140019 01 45 00 - 1
1.05 QUALITY ASSURANCE
A. Testing:
1. Contractor shall employ and pay for services of an independent testing laboratory to perform
specified Agency inspection and testing.
2. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work
in accordance with requirements of Contract Documents.
B. Laboratory Qualifications:
1. Authorized to operate in state in which Project is located.
2. Qualified in accordance with referenced ASTM standard to acceptance of Engineer.
3. Staff: Maintain a full time registered Engineer Specialist on staff to review services.
4. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to
either National Bureau of Standards (NBS) Standards or accepted values of natural physical
constants.
C. Regulatory Requirements: Comply with requirements of ASTM D3740 and E329.
1.06 RESPONSIBILITIES
A. Contractor Responsibility:
1. Quality Control testing, sampling, and inspections scheduled to be Contractor’s responsibility.
2. Code Compliance Testing: Quality control required by codes or ordinances, or by plan approval
authority, made by legally constituted authority unless otherwise provided in Contract Documents.
3. Verification of conformance of the Work within specified construction tolerances.
4. Contractor’s Convenience Testing.
5. Notify Engineer and laboratory 48 hours prior to expected time for operations requiring
inspections and testing services.
6. Provide incidental labor and facilities to:
a. Provide access to Work to be tested.
b. Obtain and handle samples at the Site or at source of products to be tested.
c. Facilitate tests and inspections, and storage and curing of test samples.
7. Coordinate with each independent agency the sequence of activities to accommodate required
services with minimum delay in progress of Work and to avoid removing and replacing Work.
Schedule times for quality control.
B. Laboratory Responsibility:
1. Ascertain compliance of materials and mixes with requirements of Contract Documents.
2. Promptly notify Engineer and Contractor of observed irregularities or non-conformance of Work or
Products.
3. Perform additional inspections and tests required by Engineer.
4. Limits on Laboratory Authority:
a. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract
Documents.
b. Laboratory may not approve or accept any portion of the Work.
c. Laboratory may not assume any duties of Contractor.
d. Laboratory has no authority to stop the Work.
C. Retest Responsibility:
1. Where results of quality control prove unsatisfactory and do not indicate compliance of related
Work with requirements of the Contract Documents, retests are responsibility of Contractor,
regardless of whether the original test was Contractor’s responsibility.
2. Retest of Work revised or replaced by Contractor is Contractor’s responsibility, where required tests
were performed on original Work.
3. Retesting costs will be deducted from Contract amount by Change Order.
4. Provide 2 retests for each failed test.
Quality Control for Street and Utility ConstructioN (Revised by CO #1)
01 45 00 - 2 STJOE 140019
14. Jet clean all storm sewer mains and structures.
15. 2 each Composite topsoil properties tests.
C. Provide laboratory testing in accordance with the following schedule:
1. A minimum of 1 Relative Density test and associated laboratory moisture-density tests where
directed by Engineer, for each 300 linear feet of municipal utility trench backfilling for every 3 feet,
or fraction thereof, of trench depth. Service trench compaction shall be tested at a rate of 1 test
for every 3 service trenches.
2. Immediately prior to construction of aggregate base, a minimum of 1 Relative Density test for
each 200 linear feet of subgrade with corresponding Proctor tests if the subgrade material varies
as determined by the Engineer.
3. A minimum of 1 Relative Density test for each 200 linear feet of aggregate base (and additional
tests if the gradation varies), as determined by the Engineer.
4. Composite topsoil tests shall include laboratory recommendation, gradation, and hydrometer
analysis, organic content, and pH. As testing may take at least 1 week to complete, the
Contractor shall schedule sampling and testing accordingly as to not cause delay.
5. A minimum of 2 tests on all other testing designated by Engineer.
Quality Control for Street and Utility ConstructioN (Revised by CO #1)
01 45 00 - 4 STJOE 140019
Quality Control Testing Schedule
Location
Specification
Product Type of Test Responsibility Frequency
Section
SourceField
END OF SECTION
Quality Control for Street and Utility ConstructioN (Revised by CO #1)
STJOE 140019 01 45 00 - 5
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SECTION 33 31 00
SANITARY SEWER SYSTEMS
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Gravity sanitary sewer pipe.
2. Sanitary manholes and appurtenances.
3. Service connections.
4. Service pipe.
5. Riser pipe.
B. Related Sections:
1. Section 31 23 33 - Trench Excavation and Backfill
2. Section 33 01 30 - Television Inspection of Sewers
C. Method of Measurement:
1. Pipe Sewer:
a. Measure by distance in linear feet.
b. Measure along longitudinal axis from manhole centers with no deduction for fittings.
c. Measure each pipe size, class, and depth zone separately.
d. Measurement includes removal of existing clay pipe
2. Manhole Chimney Seals:
a. Measure each type individually as a unit.
b. Unit includes seal, butyl rubber sealant, and primer.
3. Manhole Drop Section:
a. Measure by distance in linear feet.
b. Measure from upper to lower pipe invert.
c. Unit includes base extension, fittings, drop pipe, collar, and differential cost of special lateral
pipe material.
4. Manhole Connections:
a. Measure connections to an existing manhole as a unit.
b. Unit includes core-drilling manhole wall and base.
5. Pipe Sewer Connections:
a. Measure pipe connections to an existing pipe sewer as a unit on a per each basis regardless
of pipe diameter
b. Unit includes fittings, sleeves, and couplers.
6. Service Pipe:
a. Measure by distance in linear feet of each size.
b. Measure horizontally from end of riser fitting to end of pipe.
c. Measurement includes tracer wire, anodes, tracer wire boxes, and appurtenances.
d. Measurement includes Bernsten brass curb marker and DEEP1 magnet.
e. Measurement includes removal of existing clay or PVC pipe
7. Service Pipe Fittings:
a. Measure fittings of each size and type as a unit on a per each basis.
8. Riser Pipe:
a. Measure by distance in linear feet for each size.
b. Measure vertically from end of service wye connection fitting to end of riser fitting.
9. Reconstruct Manhole Invert:
a. Measure invert reconstruction on an existing manhole as a unit
b. Unit includes cleaning, cutting, and removal of existing manhole invert and bench, and
construction of a new invert.
Sanitary Sewer Systems
STJOE 140019 33 31 00 - 1
D. Basis of Payment:
1. Payment for acceptable quantities of sanitary sewer items shall be at the Contract Unit Price as
listed on the Bid Form.
2. All associated Work items shall be considered incidental.
1.02 REFERENCES
A. ANSI:
1. A21.4 - Standard for Cement - Mortar Lining for Ductile Iron Pipe and Fittings.
2. A21.11 - Standard for Rubber - Gasket Joints for Ductile Iron Pressure Pipe and Fittings.
3. A21.51 - Standard for Ductile Iron Pipe Centrifugally Cast.
4. A21.53 - Standard for Ductile Iron Compact Fittings, 3-inch through 16-inch.
B. ASTM:
1. A48 - Specification for Gray Iron Castings.
2. A74 - Specification for Cast Iron Soil Pipe and Fittings.
3. C76 - Specification for Reinforced Concrete Pipe.
4. C361 - Specification for Reinforced Concrete Low Head Pressure Pipe.
5. C425 - Specification for Compression Joints for VCP and Fittings.
6. C478 - Specification for Precast Reinforced Concrete Manhole.
7. C564 - Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings.
8. D2321 - Recommended Practice for Installation of Flexible Thermo-plastic Sewer Pipe.
9. D3034 - Specification for PVC Sewer Pipe and Fittings.
10. F477 - Elastomeric Seals for Joining Plastic Pipe.
11. F714 - Specification for PE Sewer Pipe and Fittings.
1.03 SUBMITTALS
A. Submit Shop Drawings for each manhole.
B. Quality Assurance/Control Submittals:
1. Submit Certificates of Compliance from manufacturers certifying that materials meet reference
specifications listed in Article 1.02.
2. Submit record of service connections weekly to Engineer.
1.04 HANDLING AND DELIVERY OF MATERIALS
A. Inspect pipe and materials during unloading process and notify Engineer of cracked, flawed or
otherwise defective material.
1.05 MAINTAINING SEWER SYSTEM
A. Maintain flow in sanitary sewers on continuous basis while construction is underway.
B. Plug sewers with inflatable plug. Provide pumps, portable generators, hoses, and related items
appurtenant to the Work.
C. Sewer service lines to individual users may be disconnected for a period not to exceed 4 hours.
Sanitary Sewer Systems
33 31 00 - 2 STJOE 135124
PART 2 PRODUCTS
2.01 PIPE AND FITTINGS
A. Provide the following:
Material Class Joint
PVCSDR 35 & SDR Elastomeric Gasket: SBR
26Water Stop Gasket
ASTM D3034
ASTM F477
Cement Lined Ductile Iron Class 52 Push-On (Pipe) Mechanical
ANSI A21.4 (Fittings)
ANSI A21.11
ANSI A21.51
ANSI A21.53
B. Provide pipe and fittings of each material type from same manufacturer.
C. Service Pipe Couplings:
1. Dissimilar Pipe Material Connection:
a. Fernco, Inc., 1-piece eccentric series, or accepted equal.
2. PVC to PVC Connection:
a. J-M Manufacturing Co., Inc., or accepted equal.
b. PVC Stop or Repair Coupling, Gasket by gasket joint.
2.02 MANHOLES
A. Precast Sections:
1. ASTM C478.
2. Cone: Eccentric.
3. Pipe Joints: Gasketed, water-tight.
B. Covers and Frames:
1. ASTM A48:
a. Neenah Foundry, or accepted equal.
b. Type Heavy Duty.
C. Steps:
1. Cast aluminum by Modern Metals Foundry (A-12).
2. Polypropylene coated steel by MA Industries.
3. 12-inch minimum width with 6-inch minimum projection.
D. Chimney Seals: Strike Products Molded PE I/I Barrier, or accepted equal.
E. Water Stops: Provide in manholes as required to prevent infiltration into system.
2.03 INSULATION BOARD
A. Meet the requirements of MN/DOT 3760.
B. Thickness: See Drawings.
C. Extruded polystyrene:
1. Formed by the expansion of polystyrene base resin in an extrusion process.
2. Homogeneous and essentially uni-cellular.
3. Surface: Extruded, with skins.
4. Conform to the following requirements:
Sanitary Sewer Systems
STJOE 140019 33 31 00 - 3
Compressive strength at 35 psi
yield or 5% deflection minimum
Self
Flammability
extinguishing
Water absorption after 24
0.25%
hours immersion, by
maximum
volume
Thermal Conductivity, at
0.23 maximum
mean temperature of 75 º F
PART 3 EXECUTION
3.01 PREPARATION
A. Line and Grade: Provide means for accurately transferring line and grade from ground surface stakes
to working point in trench.
B. Water Stops: Provide in manholes as required to prevent infiltration into system.
C. Line Shifts:
1. It may be necessary for the Engineer to shift lines a reasonable amount to avoid an obstruction to
the construction Work or to reduce right-of-way difficulties.
2. There will be no additional compensation due to shift of lines.
3.02 CONSTRUCTION REQUIREMENTS
A. Pipe Installation:
1. Comply with ASTM D2321 for PVC installation.
2. Inspect pipe for defects and cracks while suspended before lowering into trench.
3. Place pipe bell at upstream end of pipe length.
4. Verify bedding conditions at time of pipe placement for uniform and continuous support for the
pipe between bell holes.
5. Excavate bell holes as necessary to make joint connections.
6. Install pipe from lower to higher invert elevation at a uniform slope between manholes.
7. Secure pipe in place with accepted backfill material and thoroughly compact around the pipe.
8. Place plug in end of incomplete piping at end of day and when Work stops.
9. Provide watertight plugs at future connection plugs.
10. When water is present in trench, seals are to remain in-place while trench is pumped completely
dry.
11. See Section 31 23 33 for pipe foundation and backfill.
12. Maximum Allowable Deviation From Staked Grade:
a. Alignment: 0.30 feet.
b. Elevation: 0.02 percent.
13. Provide straight and true runs of sewer pipe between manholes.
14. Install gasket where pipe enters and exits manhole, near center of manhole wall.
15. Sheeting and shoring: See Section 31 40 00.
16. Install prefabricated watertight plugs at all future stub locations. Stubs shall be restrained.
B. Manhole Installation:
1. Place precast manhole base on compacted granular subgrade.
2. Locate steps within 1 inch of vertical alignment and within 1 inch of required vertical spacing.
3. Provide monolithic base for drop manholes.
4. Maximum Allowable Deviation From Staked Grade:
a. Alignment: 0.30 feet.
b. Elevation: 0.03 feet.
5. Provide external chimney seals in accordance with manufacturer’s instructions.
Sanitary Sewer Systems
33 31 00 - 4 STJOE 135124
C. Service Pipe:
1. Extend pipe to right-of-way.
2. Install pipe at minimum 1 percent to maximum 2 percent grade.
3. Place gasketed plug at end of pipe.
4. Mark end of service with a 4-inch by 4-inch by 8-foot timber set 4 feet below grade.
5. Maintain a record of each service connection as follows to be submitted to Engineer at the end of
each week:
a. Type of service connection.
b. Distance from downstream manhole.
c. Length of riser.
6. Provide minimum of 8 feet of cover over building service pipes constructed between the main and
property line.
7. Place fitting branches at a 15 to 45 degree angle above horizontal.
8. Install locating wire or locating device per Drawings.
9. Install service lines beneath any obstruction which would prohibit the stated cover if the service
line was placed on top of the obstruction.
D. Riser Pipe:
1. Extend riser from service connection at 45-degree angle above horizontal to a point 11 feet below
street grade.
2. Install riser pipe against undisturbed trench wall.
3. Place concrete collar around service connection as shown on Drawings.
3.03 FIELD QUALITY CONTROL
A. Remove all dirt and foreign material from pipe interior prior to testing.
B. Gravity Sewer Pipe:
1. Pipe Diameter 27 Inches and Smaller: Air test.
2. Pipe Diameter Larger Than 27 Inches: Infiltration test.
C. Perform the following tests upon completion of sewer construction and prior to any external plumbing
connections:
1. Infiltration Test:
a. Manholes shall be watertight, with no leakage permitted.
b. Place 90-degree V-notch weirs in locations directed by Engineer to measure leakage in
sewer lines.
c. Allowable leakage rate shall be 100 gallons/day/inch diameter/mile of sewer between any
adjacent manholes.
d. Provide corrective measures for lines exceeding the allowable leakage rate.
2. Air Test:
a. Place inflatable sewer stoppers in manhole at each end of reach to be tested.
b. Connect 1 end of an air hose to plug used for air inlet.
c. Connect other end of hose to portable air control equipment.
d. This equipment consists of valves and pressure gages used to control the rate air flows to
the test section and to monitor air pressure inside the pipe.
e. Connect an air hose between compressor (or other source of compressed air) and control
equipment.
f. Add air to pipe section. Monitor air pressure so pressure inside pipe does not exceed
5.0 psig.
g. When pressure reaches 4.0 psig, stop air supply so internal pressure is maintained for
2 minutes.
h. These 2 minutes allow time for air temperature to come to equilibrium with the pipe walls.
i. During this time check plugs with soap solution to detect any plug leakage. If plugs are found
to leak, bleed off air, tighten plugs, and begin again by supplying air.
j. After temperature has been allowed to stabilize for 2 minutes, disconnect air supply and
allow pressure to decrease to 3.5 psig.
k. At 3.5 psig, start stopwatch to determine time required for pressure to drop to 2.5 psig.
l. Provide corrective measures for any line not meeting requirements.
Sanitary Sewer Systems
STJOE 140019 33 31 00 - 5
m. Test results are usually better if sewer pipe walls are damp at time of testing.
n. Time shall be equal to or greater than the allowable time shown in table at end of this
Section.
3. Deflection Test:
a. Perform on PVC pipe at least 30 days after trench backfill has been placed.
b. Perform test by pulling a mandrel through each line between manholes without aid of
mechanical pulling devices.
c. Mandrel diameter: Minimum 95 percent of the base inside diameter of the pipe as follows:
Nominal Size 5% Deflection
Base I.D.
(in.) Mandrel
4 3.874 3.68
6 5.742 5.46
8 7.665 7.28
10 9.563 9.08
12 11.360 10.79
15 13.897 13.20
18 16.975 16.13
21 20.004 19.01
24 22.481 21.36
27 25.326 24.06
30 28.639 27.21
33 32.224 30.61
36 35.808 34.02
42 40.401 38.38
48 46.094 43.79
d. The line will be considered acceptable if mandrel can progress through line without binding.
e. Provide corrective measures for lines not meeting these requirements.
Sanitary Sewer Systems
33 31 00 - 6 STJOE 135124
Time Required for a 0.5 PSIG Pressure Drop for Size and Length of Pipe Indicated
34
12Length Time
Specified Minimum for Length (L) Shown
PipeMinimumforfor
(minutes:seconds)
Diameter Time MinimumLonger
(inches)(minutes:seconds)Time Length
(feet) (seconds)
100 feet 150 feet 200 feet 250 feet 300 feet 350 feet 400 feet 450 feet
1:53 1:53
41:53597 .190 L 1:53 1:53 1:53 1:53 1:53 1:53
.427 L 2:50 2:50 2:50 2:50 2:50 2:50
62:50398 2:51 3:12
3:47 3:47 3:47 3:48
83:47298 .760 L 3:47 4:26 5:04 5:42
5:56
104:432391.187 L 4:43 4:43 4:43 4:57 6:55 7:54 8:54
1.709 L 5:40 5:40 5:42 7:08 8:33
125:40199 9:58 11:24 12:50
7:05 8:54 11:08 13:21
157:051592.671 L 7:05 15:35 17:48 20:02
19:14
188:301333.846 L 8:30 9:37 12:49 16:01 22:26 25:38 28:51
5.235 L 9:55 13:05 17:27 21:49 26:11
219:5511430:32 34:54 39:16
17:57 22:48 28:30 34:11
2411:20 99 6.837 L 11:24 39:53 45:35 51:17
36:04 43:16
2712:45 88 8.653 L 14:25 21:38 28:51 50:30 57:42 64:54
80 10.683 L 17:48 26:43 35:37 44:31 53:25 80:07
3014:10 62:19 71:13
32:19 43:56 53:52 64:38
3315:35 72 12.926 L 21:33 75:24 86:10 96:57
64:06 76:55
3617:00 66 15.384 L 25:39 38:28 51:17 89:44 102:34 115:23
57 20.942 L 34:54 52:21 69:49 87:15 104:42 157:04
4219:74 122:10 139:37
68:23 91:11 113:58 136:46
4822:67 50 27.352 L 45:35 159:33 182:21 205:09
3.04 CLEANING
A. Jet clean and televise sewers in accordance with Section 33 01 30 after completion of sewer
construction and before services are connected.
END OF SECTION
Sanitary Sewer Systems
STJOE 140019 33 31 00 - 7
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R
Know what's
OWNER
CONTRACTOR
SEH
APPLICATION FOR PAYMENT NO. 1CONTRACTOR FOR:2017 ALLEY IMPROVEMENT
PROJECT NO.STJOE 140019AGREEMENT DATE: 06/05/17
OWNERCITY OF ST. JOSEPH, MN
CONTRACTORC & L EXCAVATING, INC.FOR WORK ACCOMPLISHED THROUGH: 09/08/17
CONTRACTWORK TO DATETHIS PAYMENT
ITEMUNITUNIT COSTQUANTITYAMOUNTQUANTITYAMOUNTQUANTITYAMOUNTDESCRIPTION
BASE BID - BLOCK 9
GENERAL
1LUMP SUM$500.001.00$500.000.95$475.000.95$475.00MOBILIZATION
2LUMP SUM$1,200.001.00$1,200.000.95$1,140.000.95$1,140.00TRAFFIC CONTROL
3EACH$550.004.00$2,200.00$0.000.00$0.00ROCK CONSTRUCTION ENTRANCE
4SQ YD$1.601,705.00$2,728.001,597.00$2,555.201,597.00$2,555.20REMOVE BITUMINOUS PAVEMENT
5SQ YD$1.60705.00$1,128.00705.00$1,128.00705.00$1,128.00REMOVE BITUMINOUS DRIVEWAY
6SQ YD$2.0040.00$80.0038.00$76.0038.00$76.00REMOVE CONCRETE DRIVEWAY
7SQ YD$2.0010.00$20.0026.00$52.0026.00$52.00REMOVE CONCRETE WALK
8LIN FT$2.00130.00$260.00147.00$294.00147.00$294.00REMOVE CURB & GUTTER
9EACH$200.001.00$200.00$0.000.00$0.00REMOVE STORM STRUCTURE
10LIN FT$2.6575.00$198.7529.00$76.8529.00$76.85SAWING CONCRETE PAVEMENT
11LIN FT$2.252,950.00$6,637.50828.00$1,863.00828.00$1,863.00SAWING BITUMINOUS PAVEMENT
12EACH$50.001.00$50.00$0.000.00$0.00SALVAGE BIKE RACK
STREET
13CU YD$7.10750.00$5,325.00750.00$5,325.00750.00$5,325.00COMMON EXCAVATION (P)
14SQ YD$30.00230.00$6,900.00177.00$5,310.00177.00$5,310.00BITUMINOUS STREET PATCH
15CU YD$18.00560.00$10,080.00540.00$9,720.00540.00$9,720.00AGGREGATE BASE CLASS 5
16TON$73.00280.00$20,440.00235.19$17,168.87235.19$17,168.87WEARING COURSE MIXTURE
17TON$70.75280.00$19,810.00277.50$19,633.13277.50$19,633.13NON-WEARING COURSE MIXTURE
18GAL$3.00115.00$345.00185.00$555.00185.00$555.00BITUMINOUS MATERIAL FOR TACK
COAT
19SQ FT$14.0011.00$154.00203.00$2,842.00203.00$2,842.006" CONCRETE WALK W/ SAND BEDDING
20LIN FT$30.00126.00$3,780.00147.00$4,410.00147.00$4,410.00CONCRETE CURB & GUTTER, DESIGN B
618
21SQ YD$70.0090.00$6,300.0070.00$4,900.0070.00$4,900.008" CONCRETE DRIVEWAY PAVEMENT
22EACH$250.005.00$1,250.003.00$750.003.00$750.00ADJUST FRAME & RING CASTING
23EACH$185.0010.00$1,850.004.00$740.004.00$740.00MANHOLE CHIMNEY SEAL
24LIN FT$6.00225.00$1,350.00$0.000.00$0.004" SOLID LINE WHITE - PAINT
25SQ FT$30.0030.00$900.00$0.000.00$0.00F&I SIGN PANELS TYPE C
STORM SEWER
26LIN FT$33.00300.00$9,900.00300.00$9,900.00300.00$9,900.0012" RC PIPE SEWER DESIGN 3006 CL V
27LIN FT$35.0076.00$2,660.0084.00$2,940.0084.00$2,940.0010" PVC PIPE SEWER, SDR 35
28EACH$1,850.001.00$1,850.00$0.000.00$0.00NYLOPLAST DRAINAGE STRUCTURE W/
GRATE
29EACH$950.001.00$950.002.00$1,900.002.00$1,900.00CONST DRAINAGE STRUCTURE DES H
30EACH$1,750.002.00$3,500.002.00$3,500.002.00$3,500.00CONST DRAINAGE STRUCTURE
DESIGN 48-4020
31EACH$2,650.001.00$2,650.001.00$2,650.001.00$2,650.00CONST DRAINAGE STRUCTURE
DESIGN 60-4020
32EACH$6,000.001.00$6,000.00$0.000.00$0.00CONST DRAINAGE STRUCTURE
DESIGN 72-4020
1
OWNER
CONTRACTOR
SEH
APPLICATION FOR PAYMENT NO. 1CONTRACTOR FOR:2017 ALLEY IMPROVEMENT
PROJECT NO.STJOE 140019AGREEMENT DATE: 06/05/17
OWNERCITY OF ST. JOSEPH, MN
CONTRACTORC & L EXCAVATING, INC.FOR WORK ACCOMPLISHED THROUGH: 09/08/17
CONTRACTTHIS PAYMENTWORK TO DATE
ITEMUNITUNIT COSTQUANTITYAMOUNTQUANTITYAMOUNTQUANTITYAMOUNTDESCRIPTION
33CONNECT TO EXISTING STORM SEWEREACH$650.002.00$1,300.002.00$1,300.002.00$1,300.00
34INLET PROTECTIONEACH$100.007.00$700.003.00$300.003.00$300.00
TURF RESTORATION
35TOPSOIL BORROW (LV)CU YD$14.5020.00$290.00$0.000.00$0.00
36SILT FENCELIN FT$6.0050.00$300.00$0.000.00$0.00
37SEEDING (TEMPORARY)ACRE$1,500.000.05$75.00$0.000.00$0.00
38SEEDINGACRE$10,000.000.05$500.00$0.000.00$0.00
39SEED MIX 22-111POUND$1.005.00$5.00$0.000.00$0.00
40SEED MIX 25-151POUND$5.0012.00$60.00$0.000.00$0.00
41FERTILIZERPOUND$3.0020.00$60.00$0.000.00$0.00
42HYDRAULIC MATRIX BFMPOUND$3.00175.00$525.00$0.000.00$0.00
43HYDRAULIC MULCHPOUND$0.40125.00$50.00$0.000.00$0.00
SUBTOTAL BASE BID - BLOCK 9$125,061.25$101,504.05$101,504.05
BASE BID - BLOCK 12
GENERAL
44LUMP SUM$500.001.00$500.000.95$475.000.95$475.00MOBILIZATION
45LUMP SUM$1,200.001.00$1,200.000.70$840.000.70$840.00TRAFFIC CONTROL
46EACH$50.001.00$50.00$0.000.00$0.00TRIM TREE
47EACH$550.004.00$2,200.00$0.000.00$0.00ROCK CONSTRUCTION ENTRANCE
48SQ YD$1.60125.00$200.00143.00$228.80143.00$228.80REMOVE BITUMINOUS PAVEMENT
49SQ YD$1.6095.00$152.00$0.000.00$0.00REMOVE BITUMINOUS DRIVEWAY
50SQ YD$2.0070.00$140.0053.00$106.0053.00$106.00REMOVE CONCRETE DRIVEWAY
51SQ YD$2.008.00$16.0045.00$90.0045.00$90.00REMOVE CONCRETE WALK
52LIN FT$2.00130.00$260.00169.00$338.00169.00$338.00REMOVE CURB & GUTTER
53EACH$200.001.00$200.001.00$200.001.00$200.00REMOVE STORM STRUCTURE
54LIN FT$3.7555.00$206.2533.00$123.7533.00$123.75SAWING CONCRETE PAVEMENT
55LIN FT$2.25170.00$382.5088.00$198.0088.00$198.00SAWING BITUMINOUS PAVEMENT
STREET
56CU YD$7.10670.00$4,757.00688.00$4,884.80688.00$4,884.80COMMON EXCAVATION (P)
57SQ YD$27.0070.00$1,890.00$0.000.00$0.00BITUMINOUS STREET PATCH
58CU YD$18.00445.00$8,010.00463.00$8,334.00463.00$8,334.00AGGREGATE BASE CLASS 5
59TON$72.50215.00$15,587.50$0.000.00$0.00WEARING COURSE MIXTURE
60TON$71.00215.00$15,265.00$0.000.00$0.00NON-WEARING COURSE MIXTURE
61GAL$3.0085.00$255.00$0.000.00$0.00BITUMINOUS MATERIAL FOR TACK
COAT
62SQ FT$14.0072.00$1,008.00248.00$3,472.00248.00$3,472.006" CONCRETE WALK W/ SAND BEDDING
63LIN FT$30.00130.00$3,900.00163.00$4,890.00163.00$4,890.00CONCRETE CURB & GUTTER, DESIGN
B618
2
OWNER
CONTRACTOR
SEH
APPLICATION FOR PAYMENT NO. 1CONTRACTOR FOR:2017 ALLEY IMPROVEMENT
PROJECT NO.STJOE 140019AGREEMENT DATE: 06/05/17
OWNERCITY OF ST. JOSEPH, MN
CONTRACTORC & L EXCAVATING, INC.FOR WORK ACCOMPLISHED THROUGH: 09/08/17
CONTRACTTHIS PAYMENTWORK TO DATE
ITEMUNITUNIT COSTQUANTITYAMOUNTQUANTITYAMOUNTQUANTITYAMOUNTDESCRIPTION
648" CONCRETE DRIVEWAY PAVEMENTSQ YD$70.0090.00$6,300.0077.00$5,390.0077.00$5,390.00
65ADJUST FRAME & RING CASTINGEACH$250.003.00$750.00$0.000.00$0.00
66MANHOLE CHIMNEY SEALEACH$185.008.00$1,480.00$0.000.00$0.00
STORM SEWER
6712" RC PIPE SEWER DESIGN 3006 CL VLIN FT$35.00148.00$5,180.00143.00$5,005.00143.00$5,005.00
68CONST DRAINAGE STRUCTURE DES HEACH$950.003.00$2,850.003.00$2,850.003.00$2,850.00
69CONST DRAINAGE STRUCTURE EACH$1,750.002.00$3,500.002.00$3,500.002.00$3,500.00
DESIGN 48-4020
70CONNECT TO EXISTING STORM SEWEREACH$650.001.00$650.001.00$650.001.00$650.00
71INLET PROTECTIONEACH$100.008.00$800.001.00$100.001.00$100.00
TURF RESTORATION
72TOPSOIL BORROW (LV)CU YD$14.5035.00$507.50$0.000.00$0.00
73SILT FENCELIN FT$3.00525.00$1,575.00$0.000.00$0.00
74SEEDING (TEMPORARY)ACRE$1,500.000.03$45.00$0.000.00$0.00
75SEEDINGACRE$10,000.000.03$300.00$0.000.00$0.00
76SEED MIXTURE 22-111POUND$1.002.00$2.00$0.000.00$0.00
77SEED MIXTURE 25-151POUND$5.008.00$40.00$0.000.00$0.00
78FERTILIZERPOUND$3.0011.00$33.00$0.000.00$0.00
79HYDRAULIC MATRIX TYPE BFMPOUND$3.00110.00$330.00$0.000.00$0.00
80HYDRAULIC MULCHPOUND$0.4075.00$30.00$0.000.00$0.00
SUBTOTAL BASE BID - BLOCK 12$80,551.75$41,675.35$41,675.35
TOTAL BASE BID $205,613.00$143,179.40$143,179.40
ALTERNATEC
BLOCK 9
81LIN FT$370.0010.00$3,700.00$0.000.00$0.00REHAB SANITARY SEWER (CIPP) - MH
TO MH
82LIN FT$2.00405.00$810.00$0.000.00$0.00CLEAN, ROOT CUT, & TELEVISE
SANITARY SEWER
83EACH$640.001.00$640.00$0.000.00$0.00LATERAL SERVICE REINSTATEMENT
CUT & CLEAN PROTRUDING LATERAL
84EACH$550.002.00$1,100.00$0.000.00$0.00
SERVICE
85LUMP SUM$600.001.00$600.00$0.000.00$0.00BYPASS PUMPING
BLOCK 12
86LIN FT$49.00480.00$23,520.00$0.000.00$0.00REHAB SANITARY SEWER (CIPP) - MH
TO MH
87LIN FT$2.00480.00$960.00$0.000.00$0.00CLEAN, ROOT CUT, & TELEVISE
SANITARY SEWER
88EACH$150.007.00$1,050.00$0.000.00$0.00LATERAL SERVICE REINSTATEMENT
89EACH$550.002.00$1,100.00$0.000.00$0.00CUT & CLEAN PROTRUDING LATERAL
SERVICE
90LUMP SUM$600.001.00$600.00$0.000.00$0.00BYPASS PUMPING
TOTAL ALTERNATE C$34,080.00$0.00$0.00
CHANGE ORDER NO. 1
BLOCK 9
8ALIN FT$2.0020.00$40.00$0.000.00$0.00REMOVE CURB & GUTTER
3
OWNER
CONTRACTOR
SEH
APPLICATION FOR PAYMENT NO. 1CONTRACTOR FOR:2017 ALLEY IMPROVEMENT
PROJECT NO.STJOE 140019AGREEMENT DATE: 06/05/17
OWNERCITY OF ST. JOSEPH, MN
CONTRACTORC & L EXCAVATING, INC.FOR WORK ACCOMPLISHED THROUGH: 09/08/17
CONTRACTTHIS PAYMENTWORK TO DATE
ITEMUNITUNIT COSTQUANTITYAMOUNTQUANTITYAMOUNTQUANTITYAMOUNTDESCRIPTION
14ABITUMINOUS STREET PATCHSQ YD$30.0064.00$1,920.00$0.000.00$0.00
20ACONCRETE CURB & GUTTER, DESIGN B LIN FT$30.0020.00$600.00$0.000.00$0.00
618
918" PVC SANITARY SEWER, SDR 35LIN FT$32.00405.00$12,960.00406.00$12,992.00406.00$12,992.00
924" PVC SANITARY SEWER, SDR 26LIN FT$16.00120.00$1,920.00$0.000.00$0.00
93CONNECT TO EXISTING MANHOLEEACH$1,250.002.00$2,500.002.00$2,500.002.00$2,500.00
948" X 4" PVC WYE & BEND, SDR 26EACH$225.0012.00$2,700.008.00$1,800.008.00$1,800.00
95CONNECT TO EXISTING SERVICEEACH$100.0012.00$1,200.007.00$700.007.00$700.00
96CLEAN AND TELEVISE SANITARY LIN FT$2.00480.00$960.00$0.000.00$0.00
SEWER
TOTAL ADD BLOCK 9$24,800.00$17,992.00$17,992.00
BLOCK 12
57ABITUMINOUS STREET PATCHSQ YD$27.00146.00$3,942.0093.00$2,511.0093.00$2,511.00
978" PVC SANITARY SEWER, SDR 35LIN FT$32.00480.00$15,360.00454.00$14,528.00454.00$14,528.00
984" PVC SANITARY SEWER, SDR 26LIN FT$16.0060.00$960.0028.00$448.0028.00$448.00
99CONNECT TO EXISTING MANHOLEEACH$1,250.002.00$2,500.002.00$2,500.002.00$2,500.00
1008" X 4" PVC WYE & BEND, SDR 26EACH$225.006.00$1,350.006.00$1,350.006.00$1,350.00
101CONNECT TO EXISTING SERVICEEACH$100.006.00$600.004.00$400.004.00$400.00
102CLEAN AND TELEVISE SANITARY LIN FT$2.00405.00$810.00$0.000.00$0.00
SEWER
TOTAL ADD BLOCK 12$25,522.00$21,737.00$21,737.00
ALTERNATEC
BLOCK 9
81ALIN FT$370.00REHAB SANITARY SEWER (CIPP) - MH (10.00)($3,700.00)$0.000.00$0.00
TO MH
82ALIN FT$2.00CLEAN, ROOT CUT, & TELEVISE (405.00)($810.00)$0.000.00$0.00
SANITARY SEWER
83AEACH$640.00LATERAL SERVICE REINSTATEMENT(1.00)($640.00)$0.000.00$0.00
84AEACH$550.00CUT & CLEAN PROTRUDING LATERAL (2.00)($1,100.00)$0.000.00$0.00
SERVICE
85ALUMP SUM$600.00BYPASS PUMPING(1.00)($600.00)$0.000.00$0.00
BLOCK 12
86ALIN FT$49.00REHAB SANITARY SEWER (CIPP) - MH (480.00)($23,520.00)$0.000.00$0.00
TO MH
87ALIN FT$2.00CLEAN, ROOT CUT, & TELEVISE (480.00)($960.00)$0.000.00$0.00
SANITARY SEWER
88AEACH$150.00LATERAL SERVICE REINSTATEMENT(7.00)($1,050.00)$0.000.00$0.00
89AEACH$550.00CUT & CLEAN PROTRUDING LATERAL (2.00)($1,100.00)$0.000.00$0.00
SERVICE
90ALUMP SUM$600.00BYPASS PUMPING(1.00)($600.00)$0.000.00$0.00
TOTAL ALTERNATE C($34,080.00)$0.00$0.00
TOTAL CHANGE ORDER NO. 1$16,242.00$39,729.00$39,729.00
4
09/14/17